Lahore0215

MARKET RATES SYSTEM
(MRS)
BI-ANNUAL PERIOD
(1ST
August, 2015 TO 31ST
January, 2016)
GOVERNMENT OF THE PUNJAB
FINANCE DEPARTMENT
haroon.aro.fd@gmail.com

Sr No. Chapter
01. Carriage ..….……………………………………………………………………………………………… 03 to 22
02. Loading, Unloading & Stacking ……………………………………………………………………… 23 to 25
03. Earthwork ( Excavation & Embankment) ……….…………………………………………………. 26 to 32
04. Dismentling (Demolition) ………………………..……………………………………………………. 33 to 37
05. Mortar ………………………………………….………………………………………………………… 38 to 39
06. Concrete ………………………………………….…………….……….………………………………. 40 to 50
07. Brickwork ……………………………………...………………………………………………………… 51 to 56
08. Stone Masonary ………………………………………………………………………………………… 57 to 59
09. Roofing ……………………………………………………...…………………………………………… 60 to 65
10. Flooring ………………………………………………………………………………………………….. 66 to 71
11. Surface Rendering …………………………………...………………………………………………… 72 to 76
12. Wood Work ………………………………….…………………………………………………………… 77 to 87
13. Painting & Varnishing ………………………..……………………………………………………….. 88 to 94
14. Lining of Canals ……………………..…………………………………………………………………. 95 to 96
15. Sheet Piling ……………………………………………………………………………………………… 97 to 98
16. Protection & Diversion Work ………………..……………………………………………………….. 99 to 109
17. Outlets …………………………………………….……………………………………………………… 110 to 112
18. Road & Road Structure ………………………………………..……………………………………… 113 to 117
19. Plumbing, Sanitary Installation & Gas Fittings ………………….………………………………… 118 to 124
20. Surface Drainage …………………………………………………..………………………………….. 125 to 126
21. Sewerage ………………………………………………………………………………………………… 127 to 131
22. Sinking of Wells ………………………………………………………………………………………… 132 to 134
23. Tubewell & Water Supply …………………………..………………………………………………… 135 to 147
24. Electric Installation …………………………………………………………………………………….. 148 to 161
25. Iron Work ………………………………………………………………………………………………… 162 to 167
26. Miscellaneous ……………………………………………………...…………………………………… 168 to 171
Page Nos
TABLE OF CONTENTS

1. CARRIAGE
Note: 1 The rates are applicable to carriage of material on pacca roads only.
For kacha roads an allowance of 25% extra shall be allowed for 2nd and subsequent mileage (Km) rates. Rate
upto 1st mile (1st Km) is however common to both kacha and pacca roads.
Note: 2 For hilly areas 25% above the rates in the plain areas shall be allowed for total mileage (Km) covered.
Note: 3 In case of articles longer than 15 ft. (4.6 m) carried in trucks, the following rates shall be allowed:-
i) Above 15 ft. to 25 ft. (4.6 to 7.6 m) :- Total rates to be paid for 15 ft. to 25 ft. (4.6 to 7.6 m) length will be 1.5 times of the
rate given in the Composite Schedule of Rates.
ii) Above 25 ft. (7.6 m) :- The total rate to be paid for above 25 ft. (7.6 m) length will be 2 times of the rate given in the
Composite Schedule of Rates.
The length measured shall not be the actual length, but the length of the form of consignment as actually
received.
Note: 4 The term 'mile' (Km) whenever used is to mean statute mile (Km).
Note: 5 The rates include loading and unloading of material from the conveyance and stacking as directed.
Note: 6 The rates for carriage by boat or steamer shall be the same as by any other mechanical means on land.
Sr. Description Rate (British System) Rate (Metric System) Spec. Remarks
No. Unit of Unit of No.
M/ment Labour Composite M/ment Labour Composite
1 Carriage of 100 Cft. (2.83 cu.m) of all materials like stone 16.1
aggregate, spawl, kankar lime (unslaked), surkhi, etc. or
150 Cft. (4.25 cu.m) of timber, by truck or by any other
means owned by the contractor.
1st chain (1st 30 m) Chain 129.25 30M 129.25
2nd chain (2nd 30 m) " 23.80 30M 23.80
3rd to 10th chain (60 to 300 m) " 14.80 30M 14.80
1000 to 3000 ft. (300 to 900 m) 1000 ft. 145.25 300 Metre 145.25
1st Km Km 173.45
2nd Km Km 80.55
3rd Km Km 60.25
4th Km Km 40.90
5th Km Km 37.65
6th Km Km 36.90
7th Km Km 33.95
8th Km Km 33.55
9th Km Km 31.20
10th Km Km 28.75
11th Kms to 200Kms Km 21.00
201 Kms to 250 Kms Km 3.25
251 Kms & susequent Kms Km 2.00
MRS, BI-ANNUAL PERIOD (1st AUGUST, 2015 TO 31st JANUARY, 2016) DISTRICT LAHORE
Add 20% extra for the item
"Recouping of Reserve Stock of stone
for Flood Protection Work in
Irrigation Department".
Chap-1 (Carriage) Page 3

2 Carriage of 5 tons of all material like coal, stone lime 16.1 Cement carried in containers other
(unslaked), etc. B.G. Rail fastenings, points and crossing, than bags will be paid according to
Bridge Girders, pipes, sheets, Rail, M.S. bars, etc. etc. this item. The word "pipes" covers
by truck or any other means owned by the contractor. G.I,C.I,R.C.C. and P.C.C.
1st chain (1st 30 m) Chain 129.25 30M 129.25
2nd chain (2nd 30 m) " 23.80 30M 23.80
3rd to 10th chain (60 to 300 m) " 14.80 30M 14.80
1000 to 3000 ft. (300 to 900 m) 1000 Ft. 145.25 300M 145.25
1st Km Km 173.45
2nd Km Km 80.55
3rd Km Km 60.25
4th Km Km 40.90
1st mile Mile 279.15
5th Km Km 37.65
2nd mile " 65.20
6th Km Km 36.90
3rd mile Mile 58.65
7th Km Km 33.95
4th mile " 53.05
8th Km Km 33.55
5th mile 48.70
9th Km Km 31.20
6th mile 45.00
10th Km Km 28.75
1 " 28.35
201 Kms to 250 Kms Km 3.25
3 Carriage of 100 maunds of fuel wood by truck 16.1
or any other means owned by the contractor:
1st chain (1st 30 m) Chain 129.25 30 M 129.25
2nd chain (2nd 30 m) " 23.80 30 M 23.80
3rd to 10th chain (60 to 300 m) " 14.80 30 M 14.80
1000 to 3000 ft. (300 to 900 m) 1000 ft 145.25 300 M 145.25
1st Km Km 173.45
2nd Km Km 80.55
3rd Km Km 60.25
4th Km Km 40.90
5th Km Km 37.65
2nd mile " 65.20
6th Km Km 36.90
3rd mile " 58.65
7th Km Km 33.95
4th mile " 53.05
8th Km Km 33.55
5th mile " 48.70
9th Km Km 31.20
6th mile " 45.00

10th Km Km 28.75
7th mile and subsequent miles " 28.35
11th & subsequent Kms Km 21.00
4 Carriage of 1000 Nos. bricks 10"x5"x3" (250x125x75 mm) ditto Reduce the rate by 33% in case of
or 1000 Nos. tiles 12"x6"x2" (300x150x50 mm) by truck or carriage of 1000 Nos. tiles size
any other means owned by the contractor :- 12"x6"x1¼" (300 x 150 x 30 mm).
2nd chain (2nd 30 m) " 23.80 30 M 23.80
1000 to 3000 ft. (300 to 900 m) 1000 Ft 145.25 300 M 145.25
1st Km Km 173.45
2nd Km Km 80.55
3rd Km Km 60.25
4th Km Km 40.90
5th Km Km 37.65
2nd mile " 65.20
6th Km Km 36.90
3rd mile " 58.65
7th Km Km 33.95
4th mile " 53.05
8th Km Km 33.55
5th mile " 48.70
9th Km Km 31.20
6th mile " 45.00
10th Km Km 28.75
5 Carriage of 100 cft. (2.83 cu.m) of all material like stone, 16.1 Material trolly to be supplied by the
aggregate, spawl, kankar lime(unslaked), surkhi, etc. or Government and maintained and run
150 cft. (4.25 cu.m) of timber, by means of material trolly. by the contractor.
2nd chain to 10th chain (2nd 30 m to 300 m) " 23.80 30 M 23.80
1000 to 3000 ft. (300 to 900 m) 1000 Ft. 145.25 300 M 145.25
1st Km Km 142.25
2nd Km Km 106.70
3rd Km Km 54.95
4th Km Km 42.151st mile Mile 228.95
5th Km Km 36.752nd mile 78.25
6th Km Km 35.253rd mile 66.25
7th Km Km 29.50
8th Km Km 29.15
9th Km Km 27.056th mile 45.00
10th Km Km 24.957th mile and subsequent miles 28.35
201 Kms to 250 Kms Km 3.25

6 Carriage of 5 tons of all material like coal, stone lime 16.1 Material trolly to be supplied by the
(unslaked), etc. B.G. Rail fastening, points and crossing, Government and maintained and run
Bridge girders, pipes, sheets, Rail, M.S. bars, etc. etc. by by the contractor.
means of material trolly.
2nd chain (2nd 30 m) " 23.80 30 M 23.80
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 145.25 300 M 145.25
1st Km Km 142.25
2nd Km Km 106.70
3rd Km Km 54.95
4th Km Km 42.15
5th Km Km 36.75
6th Km Km 35.253rd mile and subsequent miles 66.25
8th Km Km 29.15
9th Km Km 27.05
10th Km Km 24.95q
201 Kms to 250 Kms Km 3.25
7 Carriage of 100 maunds of fuel wood, by means of ditto Material trolly to be supplied
material trolly. by the Government and
1st chain (1st 30 m) Chain 129.25 30 M 129.25 maintained and run by the
2nd chain (2nd 30 m) " 23.8 30 M 23.80 contractor.
1000 to 3000 ft. (300 to 900 m) 1000 Ft 145.25 300 M 145.25
1st Km Km 142.25
2nd Km Km 106.70
3rd Km Km 54.95
4th Km Km 42.15
5th Km Km 36.75
2nd mile " 78.25
6th Km Km 35.25
3rd mile subsequent miles " 66.25
7th Km Km 29.50
4th mile 53.05
8th Km Km 29.15
5th mile 48.70
9th Km Km 27.05
6th mile 45.00
10th Km Km 24.95
7th mile and subsequent miles 28.35
8 Carriage of 1000 Nos. tiles 12"x6"x2" (300x150x50 mm), ditto Material trolly to be supplied by the
by means of material trolly. Government and maintained and run
1st chain (1st 30 m) Chain 129.25 30 M 129.25 by the contractor.
2nd chain (2nd 30 m) " 23.80 30 M 23.80

1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 145.25 300 M 145.25
1st Km Km 142.25
2nd Km Km 106.70 16.1
3rd Km Km 54.95
4th Km Km 42.15
5th Km Km 36.75
2nd mile " 78.25
6th Km Km 35.25
7th Km Km 29.50
4th mile 53.05
8th. Km 29.15
5th mile 48.70
9th Km Km 27.05
6th mile 45.00
10th Km Km 24.95
9 Carriage of 1000 No. bricks, 9"x4½"x3" ditto
(225x113x75 mm) or 8"x4"x4" (200x100x100
mm) (nominal)
2nd chain (2nd 30 m) " 22.35 30 M 22.35
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 118.92 300 M 118.92
1st Km Km 142.20
2nd Km Km 65.90
3rd Km Km 49.35
4th Km Km 33.75
5th Km Km 31.75
2nd mile " 53.45
6th Km Km 30.95
3rd mile " 49.60
7th Km Km 27.85
4th mile " 43.50
8th Km Km 27.50
5th mile " 39.90
9th Km Km 25.55
6th mile " 36.85
10th Km Km 23.55
10 Carriage of 1000 No. tiles 9"x4½"x1½" 16.1
(225x113x38 mm).
2nd chain (2nd 30 m) " 11.76 30 M 11.76 16.1

1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 71.84 300 M 71.84
1st Km Km 85.80
2nd Km Km 39.85
3rd Km Km 29.85
4th Km Km 20.20
5th Km Km 18.50
2nd mile " 32.30
6th Km Km 18.15
3rd mile " 28.80
7th Km Km 16.80
4th mile " 26.25
8th Km Km 16.60
5th mile " 24.10
9th Km Km 15.45
6th mile " 22.30
10th Km Km 14.25
11 Carriage of 1 Cwt. (50 Kg) cement in bags. ditto
2nd chain (2nd 30 m) " 0.29 30 M 0.29
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 1.43 300 M 1.43
1st Km Km 2.15
1st mile Mile 3.45
2nd Km Km 1.45
2nd mile " 1.00
3rd Km Km 0.60
4th Km and subsequent kilometers. Km 0.35
12 Carriage of 100 Nos. empty cement bags including 16.1
bundling.
1st 1000 (300 m) ft. 0/00 Ft. 35.63 300 M 35.63
1000 to 3000 (300 to 900 m) ft. " 4.44 300 M 4.44
1st Km Km 5.20
1st mile Mile 8.40
2nd Km Km 4.70
2nd mile to 6th mile Mile 1.95
3rd Km Km 2.25
4th Km & subsequent Kms Km 1.90
13 Carriage of 100 (2.83 cu.m) cft. of Sarkanda or pilchi, frash ditto Previous lead of collection not

or brushwood, by boat or road :- to be deducted from the next
lead of carriage.
2nd chain (2nd 30 m) " 23.80 30 M 23.80
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 59.67 300 M 59.67
1st Km Km 79.80
2nd Km Km 39.85
2nd mile " 91.15
3rd Km Km 29.85
3rd mile " 76.20
4th Km Km 20.20
4th mile " 55.75
5th Km Km 18.50
5th mile " 46.20
6th Km Km 18.15
6th mile 36.85
7th Km Km 16.80
8th Km Km 16.60
9th Km Km 15.45
10th Km Km 14.25
11th Km & subsequent Km 10.35
14 Carriage of light machinery weighing upto 3 tonne Ton Tonne ditto
upto 1000 ft. (300 metre) 0/00 ft. 431.74 300 M 431.74
Exceeding 1000 to 5000 ft (300 to 1500metre) 1000 ft. 104.61 " 104.61
1st Km Km 170.65
2nd Km Km 78.70
2nd mile " 51.55
3rd Km Km 52.40
3rd mile " 48.70
4th Km Km 33.15
4th mile " 39.05
5th Km Km 31.10
5th mile " 39.60
6th Km Km 29.80
6th mile " 30.55
7th Km Km 25.65
8th Km Km 25.25

9th Km Km 24.55
10th Km Km 19.25
11th Km & susequent Km 15.70
15 Carriage of small consignments weighing upto 5 maunds 16.1 For consignment weighing 5 to 10
(job rates) : maunds, rate be increased by 25%;
and for consignments weighing 10
Consig- to 20 maunds, rate be increased by
Upto 1000 ft. (300 metre) ment/ 35.06 Consign- 35.06 100%.
1000 ft. ment/
Exceeding 1000 to 3000 ft. (300 to 900 1000 ft. 24.04 300 M 24.04
metre)
1st Km Consign- 26.70
1st mile Consign- 43.00 ment/ Km
2nd Km ment/Mile 16.50
2nd mile and subsequent miles " 8.00 "
3rd Km & subsequent " 5.30
16 Carriage of consignments job.
i) Cooly load for distance:-
Each Each
a) Upto 5 Km Consignment 53.65 Consignmen 53.65
b) Above 5 to 13 Km " 116.30 " 116.30
ii) Carriage of consignments odd jobs. Each Each
a) Donkey load for distance upto 500 feet. Consignment 10.85 Consignmen 10.85
b) Upto 1000 feet. " 16.45 " 16.45
c) Upto ½ Mile/ 0.8 Km " 20.80 " 20.80
d) Upto one Mile/ 1.6 Km " 26.00 " 26.00
e) Upto three Miles/ 4.8 Km " 45.95 " 45.95
f) Exceeding 3 Miles/ 16 km " 82.25 " 82.25
Each Each
iii) Cart load for a distance :- Consign- Consig-
ment nment
a) upto 4 Miles/ 6.4 Km " 89.85 " 89.85
b) Exceeding 4 Miles(6.4 Km) to10 Miles(16 Km) " 163.55 " 163.55
iv) Camel load for a distance:-
a) upto 4 Miles/ 6.4 Km.) " 66.45 " 66.45
b) exceeding 4 to 12 mills (6.4 Km to 19.2 Km) " 100.75 " 100.75
17 Hire charges of:- 1. This item will be allowed with
prior concurrence of Superintending
i) truck (10 Ton Capacity) Per 3000.00 Per 3000.00 Engineer.

day day 2. The rate includes pay of driver
ii) tractor with trolly " 4808.00 " 1000.00 and cleaner only. The repairs shall
be the responsibility of the owner
iii) tractor without trolly " 4808.00 " 800.00 and the cost of lubrication, fuel,
loading and unloading shall be paid
by the borrower.
18 Carriage of bitumen, tar or other lubricants, in drums: 16.1
1st Km Per 28.45
1st mile Per 45.80 Tonne
2nd Km Ton " 19.25
2nd mile " 7.60
3rd & subsequent Km " " 7.55
3rd mile 12.20
19 Carriage of Asbestos cement pipes BSS Class 'B" with
comet joint and rubber ring, including loading, unloading
and stacking (rate per 100 Rft. (30 m pipes):-
i) 3" (75 mm) i/d pipes:-
2nd chain (2nd 30 m) " 0.95 30 M 0.95
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 5.75 300 M 5.75
1st Km Km 6.85
2nd Km Km 3.15
3rd Km Km 2.35
1st mile Mile 11.00
4th Km Km 1.55
2nd mile " 2.55
5th Km Km 1.45
3rd mile " 2.30
6th Km Km 1.35
4th mile " 2.10
7th Km Km 1.30
5th mile " 1.90
8th Km Km 1.25
6th mile " 1.80
9th Km Km 1.20
10th Km Km 1.10
11th Km & Susequent Km 1.10
ii) 4" (100 mm) i/d pipes:-

2nd chain (2nd 30 m) " 1.25 30 M 1.25
1000 to 9000 ft. (300 to 900 m) 0/00 Ft. 7.50 300 M 7.50
1st Km Km 9.00
1st mile Mile 14.45
2nd Km Km 4.10
2nd mile " 3.35
3rd Km Km 3.05
3rd mile " 3.05
4th Km Km 2.05
4th mile " 2.75
5th Km Km 1.90
5th mile " 2.50
6th Km Km 1.85
6th mile " 2.35
7th Km Km 1.70
8th Km Km 1.65
9th Km Km 1.55
10th Km Km 1.45
11th Km & subsequent Km Km 1.40
iii) 6" (150 mm) i/d pipes:-
2nd chain (2nd 30 m) " 1.85 30 M 1.85
1000 to 9000 ft. (300 to 900 m) 0/00 Ft. 11.25 300 M 11.25
1st Km Km 13.45
2nd Km Km 6.25
3rd Km Km 4.65
1st mile Mile 21.65
4th Km Km 3.15
2nd mile " 5.05
5th Km Km 2.90
3rd mile " 4.55
6th Km Km 2.85
4th mile " 4.10
7th Km Km 2.60
5th mile " 3.80
8th Km Km 2.50
6th mile " 3.50
9th Km Km 2.40
10th Km Km 2.20
iv) 8" (200 mm) i/d pipes:

2nd chain (2nd 30 m) " 3.10 30 M 3.10
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 19.05 300 M 19.05
1st Km Km 22.75
2nd Km Km 10.85
3rd Km Km 8.00
1st mile Mile 36.65
4th Km Km 5.40
2nd mile " 8.55
5th Km Km 5.00
3rd mile " 7.70
6th Km Km 4.90
4th mile " 6.95
7th Km Km 4.50
5th mile " 6.40
8th Km Km 4.30
6th mile " 5.90
9th Km Km 3.90
10th Km Km 2.45
v) 10" (250 mm) i/d pipes:-
2nd chain (2nd 30 m) " 4.20 30 M 4.20
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 25.60 300 M 25.60
1st Km Km 30.60
2nd Km Km 14.10
3rd Km Km 10.50
1st mile Mile 49.25
4th Km Km 7.10
2nd mile " 11.50
5th Km Km 6.50
3rd mile " 10.35
6th Km Km 6.40
4th mile Mile 9.35
7th Km Km 6.10
5th mile " 8.60
8th Km Km 6.05
6th mile " 7.95
9th Km Km 5.65
10th Km Km 5.20
vi) 12" (300 mm) i/d pipes:

2nd chain (2nd 30 m) " 5.45 30 M 5.45
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 33.30 300 M 33.30
1st Km Km 39.80
2nd Km Km 19.35
3rd Km Km 14.05
4th Km Km 9.20
1st mile Mile 64.05
5th Km Km 8.50
2nd mile " 14.95
6th Km Km 8.30
3rd mile " 13.45
7th Km Km 7.65
4th mile " 12.15
8th Km Km 7.55
5th mile " 11.15
9th Km Km 7.00
6th mile " 10.30
10th Km Km 6.45
vii) 16" (400 mm) i/d pipes:-
2nd chain (2nd 30 m) " 8.95 30 M 8.95
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 54.60 300 M 54.60
1st Km Km 65.20
2nd Km Km 30.50
3rd Km Km 22.60
4th Km Km 15.35
2nd mile " 24.50
5th Km Km 14.10
3rd mile " 22.05
6th Km Km 13.85
4th mile " 19.95
7th Km Km 12.75
5th mile " 18.30
8th Km Km 12.60
6th mile " 16.90
9th Km Km 11.70
10th Km Km 10.75
viii) 18" (450 mm) i/d pipes:-

2nd chain (2nd 30 m) " 11.50 30 M 11.50
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 70.20 300 M 70.20
1st Km Km 83.80
2nd Km Km 38.90
3rd Km Km 29.10
4th Km Km 19.75
2nd mile " 31.50
5th Km Km 18.20
3rd mile " 28.35
6th Km Km 17.85
4th mile " 25.65
7th Km Km 16.45
5th mile " 23.50
8th Km Km 16.20
6th mile " 21.75
9th Km Km 15.05
10th Km Km 13.90
ix) 20" (500 mm) i/d pipes:-
2nd chain (2nd 30 m) " 12.20 30 M 12.20
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 74.50 300 M 74.50
1st Km Km 88.95
2nd Km Km 41.30
3rd Km Km 30.90
4th Km Km 20.95
2nd mile " 33.45
5th Km Km 19.25
3rd mile " 30.05
6th Km Km 18.90
4th mile " 27.20
7th Km Km 17.40
5th mile " 24.95
8th Km Km 17.20
6th mile " 23.05
9th Km Km 15.95
10th Km Km 14.70
x) 24" (600 mm) i/d pipes:-

2nd chain (2nd 30 m) " 13.50 30 M 13.50
1000 to 5000 ft. (300 to 1500 m) 0/00 Ft. 82.55 300 M 82.55
1st Km Km 98.55
2nd Km Km 45.70
3rd Km Km 34.20
4th Km Km 23.70
2nd mile " 37.05
5th Km Km 21.30
3rd mile " 33.30
6th Km Km 20.90
4th mile Mile 30.15
7th Km Km 19.25
5th mile " 27.65
8th Km Km 19.00
6th mile " 25.55
9th Km Km 17.65
10th Km Km 16.25
20 Carriage of PVC pipes B.S.S. Class 'B' including loading,
unloading and stacking (Rate per 1000 ft.) (300 metre) :-
2nd chain (2nd 30 m) " 1.85 30 M 1.85
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 11.25 300 M 11.25
1st Km Km 13.40
2nd Km Km 6.20
3rd Km Km 4.65
1st mile Mile 21.60
4th Km Km 3.15
2nd mile " 5.05
5th Km Km 2.90
3rd mile " 4.55
6th Km Km. 2.85
4th mile " 4.10
7th Km Km 2.60
5th mile Mile 3.75
8th Km Km 2.55
6th mile " 3.50
9th Km Km 2.35

10th Km Km 2.20
ii) 4" (100 mm) i/d pipes:-
2nd chain (2nd 30 m) " 2.85 30 M 2.85
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 17.30 300 M 17.30
1st Km Km 20.70
2nd Km Km 9.80
3rd Km Km 7.20
1st mile Mile 33.30
4th Km Km 4.80
2nd mile " 7.75
5th Km Km 4.40
3rd mile " 7.00
6th Km Km 4.35
4th mile " 6.35
7th Km Km 4.00
5th mile " 5.80
8th Km Km 3.95
6th mile " 5.35
9th Km Km 3.65
10th Km Km 3.35
2nd chain (2nd 30 m) " 3.85 " 3.85
3rd to 10th chain (60 to 300 m) " 2.40 " 2.40
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 23.65 300 M 23.65
1st Km Km 28.20
2nd Km " 13.25
3rd Km " 9.95
1st mile Mile 45.40
4th Km " 6.80
2nd mile " 10.60
5th Km Km. 6.05
3rd mile " 9.55
6th Km " 5.95
4th mile Mile 8.65
7th Km " 5.45
5th mile " 7.90
8th Km 5.40
6th mile " 7.30
9th Km 5.00

10th Km 4.60
11th Km & subsequent Kms 3.40
iv) 6" (150 mm) i/d pipes:
2nd chain (2nd 30 m) " 5.35 30 M 5.35
1000 to 3000 ft. (300 to 300 m) 0/00 Ft. 32.55 300 M 32.55
1st Km. Km. 38.90
2nd Km Km. 18.05
3rd Km Km. 13.50
1st mile Mile 62.60
4th Km Km. 9.15
2nd mile " 14.60
5th Km Km. 8.45
3rd mile " 13.15
6th Km Km. 8.25
4th mile " 11.90
7th Km Km. 7.60
5th mile " 10.90
8th Km Km. 7.50
6th mile " 10.10
9th Km Km. 7.00
10th Km Km. 6.45
11th Km & subsequent Kms Km. 4.70
v) 8" (200 mm) i/d pipes:-
2nd chain (2nd 30 m) " 9.35 30 M 9.35
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 57.10 300 M 57.10
1st Km Km 68.20
2nd Km Km 31.70
3rd Km Km 23.70
4th Km Km 16.10
2nd mile " 25.65
5th Km Km 14.80
3rd mile Mile 23.05
6th Km Km 14.50
4th mile " 20.85
7th Km Km 13.35
5th mile " 19.15
8th Km Km 13.20
6th mile " 17.70

9th Km Km 12.25
10th Km Km 11.30
vi) 10" (250 mm) i/d pipes:-
2nd chain (2nd 30 m) " 14.50 30 M 14.50
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 88.60 300 M 88.60
1st Km Km 105.75
2nd Km Km 49.10
3rd Km Km 36.75
4th Km Km 24.90
2nd mile " 39.75
5th Km Km 22.95
3rd mile " 35.75
6th Km Km 22.50
4th mile " 32.35
7th Km Km 20.70
5th mile " 29.70
8th Km Km 20.45
6th mile " 27.40
9th Km Km 19.00
10th Km Km 17.50
vii) 12" (300 mm) i/d pipes:-
2nd chain (2nd 30 m) " 20.45 30 M 20.45
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 124.70 300 M 124.70
1st Km Km 148.90
2nd Km Km 69.10
3rd Km Km 51.70
4th Km Km 35.10
2nd mile Mile 55.95
5th Km Km 32.30
3rd mile " 50.35
6th Km Km 31.65
4th mile " 45.55
7th Km Km 29.15
5th mile " 41.80
8th Km Km 28.80
6th mile " 38.60

9th Km Km 26.75
10th Km Km 24.60
viii) 14" (350 mm) i/d pipes:-
2nd chain (2nd 30 m) " 26.60 30 M 26.60
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 162.30 300 M 162.30
1st Km Km 193.80
2nd Km Km 89.95
3rd Km Km 67.30
4th Km Km 45.65
2nd mile " 72.85
5th Km Km 42.00
3rd mile " 65.50
6th Km Km 41.20
4th mile Mile 59.30
7th Km Km 37.95
5th mile " 54.40
8th Km Km 37.45
6th mile " 50.25
9th Km Km 34.80
10th Km Km 32.10
21 Carriage of PVC pipes B.S.S. Class 'D' including loading,
unloading and stacking (Rates per 1000 ft.):-
2nd chain (2nd 30 m) " 1.35 30 M 1.35
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 8.20 300 M 8.20
1st Km Km 9.80
2nd Km Km 4.55
3rd Km Km 3.40
1st mile Mile 15.80
4th Km Km 2.30
2nd mile " 3.70
5th Km Km 2.10
3rd mile " 3.30
6th Km Km 2.05
4th mile " 3.00
7th Km Km 1.95

5th mile " 2.75
8th Km Km 1.90
6th mile " 2.55
9th Km Km 1.75
10Km Km 1.60
ii) 2½" (63 mm) i/d pipes:-
2nd chain (2nd 30 m) " 2.10 30 M 2.10
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 12.80 300 M 12.80
1st Km Km 15.25
2nd Km Km 7.15
3rd Km Km 5.35
1st mile Mile 24.55
4th Km Km 3.65
2nd mile " 5.75
5th Km Km 3.35
3rd mile " 5.15
6th Km Km 3.30
4th mile " 4.65
7th Km Km 3.00
5th mile " 4.30
8th Km Km 2.80
6th mile " 3.95
9th Km Km 2.70
10Km Km 2.45
2nd chain (2nd 30 m) " 2.90 30 M 2.90
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 17.70 300 M 17.70
1st Km Km 21.15
2nd Km Km 9.85
3rd Km Km 7.35
1st mile Mile 34.05
4th Km Km 5.00
2nd mile " 7.95
5th Km Km 4.60
3rd mile " 7.15
6th Km Km 4.50
4th mile " 6.45
7th Km Km 4.15
5th mile Mile 5.95

8th Km Km 4.10
6th mile " 5.50
9th Km Km 3.75
10th Km Km 3.45
iv) 4" (100 mm) i/d pipes:-
2nd chain (2nd 30 m) " 4.80 30 M 4.80
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 29.35 300 M 29.35
1st Km Km 35.00
2nd Km Km 16.25
3rd Km Km 12.15
1st mile Mile 56.35
4th Km Km 8.25
2nd mile " 13.15
5th Km Km 7.60
3rd mile " 11.85
6th Km Km 7.45
4th mile " 10.70
7th Km Km 6.90
5th mile " 9.85
8th Km Km 6.75
6th mile " 9.10
9th Km Km 6.25
10th Km Km 5.75
v) 5" (125 mm) i/d pipes:-
2nd chain (2nd 30 m) " 7.20 30 M 7.20
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 43.85 300 M 43.85
1st Km Km 52.35
2nd Km Km 24.30
3rd Km Km 18.20
1st mile Mile 84.25
4th Km Km 12.35
2nd mile " 19.70
5th Km Km 11.35
3rd mile " 17.70
6th Km Km 11.15
4th mile " 16.00
7th Km Km 10.25

5th mile " 14.70
8th Km Km 10.10
6th mile 13.55
9th Km Km 9.40
10th Km Km 8.55
vi) 6" (150 mm) i/d pipes:-
2nd chain (2nd 30 m) " 10.35 30 M 10.35
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 63.15 300 M 63.15
1st Km Km 75.40
2nd Km Km 35.00
3rd Km Km 26.201st mile Mile 121.35
4th Km Km 17.752nd mile 28.35
5th Km Km 16.353rd mile 25.50
9th Km Km 13.557th mile and subsequent miles 12.30
10th Km Km 12.45
22 Hand shunting loaded Railway wagons or
trucks:-
a) upto ¼ mile / ¼ Km Each 255.00 Each 159.40
b) upto ½ mile / ½ Km No 461.65 No 288.55
c) upto ¾ mile / ¾ Km " 623.25 " 389.55
d) upto 1 (1.6 Km) mile " 741.65 " 463.55
e) 2nd mile and subsequent miles/ Each Each
2nd and subsequent kilometres No/Mile 435.50 No/Km 272.20
23 Hand shunting empty Railway wagons or trucks.
a) upto ¼ mile / ¼ Km Each 147.90 Each 92.45
b) upto ½ mile / ½ Km No. 245.10 No. 153.20
c) upto ¾ mile / ¾ Km " 323.20 " 202.00
d) upto 1 mile / 1 Km " 387.95 " 242.45
e) 2nd mile and subsequent miles/ Each Each
2nd and subsequent kilometres No/Mile 213.85 No/Km 133.65

2. LOADING, UNLOADING & STACKING
1 The rate for loading into and unloading from mobile trucks, trollies and boats, etc. will be the same as for Railway wagons.
No. No.
Unit Labour Composite Unit Labour Composite
1 Loading or unloading into or from Railway wagons, lead 100 Cft. 496.30 cu.m 175.30
within one chain, (30m) shingle, sand, ballast, surkhi, ashes,
kankar, brick bats, coal, lime or 1,000 Nos. tiles size
12"x6"x2" (300x150x50 mm) or 9"x4½"x1½"
(225x113x37mm) properly laid & stacked.
2 Loading or unloading bricks into or from Railway wagons
laid and stacked, lead within one chain:-
a) Bricks 10" (250 mm) size. 1000 Nos. 620.40 1000 Nos. 620.40
b) Bricks 9" (225 mm) or smaller size. ditto 496.30 ditto 496.30
3 Loading or unloading into or from Railway wagons cement 100 Bags 620.40 100 Bags 620.40
in bags (from inside or outside the godown) and stacking
within one chain (30 m)
4 Loading or unloading into or from Railway wagons empty 100 Nos. 59.55 100 Nos. 59.55
cement bags (from inside or outside the godown) and
stacking.
5 Loading or unloading into or from Railway wagons (from 100 Mds. 372.25 100 Kg 9.95
inside or outside the godown) and stacking, white lime in
bags.
6 Loading or unloading into or from Railway wagons Per 297.80 Per 293.10
Structural Steel, R.S. joists, broad, narrow or meter gauge Tonne Tonne
rail and rail fastenings, etc.
7 Loading or unloading 45 gallon (204.57 Litres) drums full Each 37.20 Each 37.20
into or from Railway wagons, lead upto one chain.
8 Loading or unloading packages of all sorts, upto one Cwt Each 18.60 Each 18.60 Except cement in jute or
(50 Kg). paper bags.
9 Loading or unloading sleepers other than wooden,
including stacking lead within one chain:-
a) Broad gauge sleepers 100 Nos. 1240.80 100 Nos. 1240.80
b) Metre gauge and narrow gauge sleepers. ditto 620.40 ditto 620.40
10 Loading or unloading timber logs or timber for shuttering, Per 155.1 Per 152.65
Chap-2 (Loading/Unloading) Page 24

No. No.
into or from Railway wagons of any gauge, including Ton Tonne
stacking lead within one chain (30 m)
11 Loading or unloading bhoosa in Railway wagons lead upto 100 Mds. 1488.95 100 Kg 39.9
150 ft. (45 m)
12 Loading or unloading timber scrap or wooden plugs, into or Per 248.15 Per 244.25
from Railway wagons, and stacking within one chain lead. Ton Tonne
13 Loading or unloading pitching stone or spawl from Railway 100 Cft. 183.65 cu.m 64.85
wagons of any gauge (including clearing 5 ft. (1500 mm)
away from the rail).
14 Loading or unloading building stone (including clearing 5 ft. 100 Cft. 238.25 cu.m 84.15
(1.5 m) away from rails).
15 Unloading oil, bitumen tar, etc.
a) Crude oil (to be pumped from tank wagon into tank). 1000 620.40 100 13.65
Gallon litres
b) Crude oil (drained by gravity). 1000 620.40 100 13.65
Gallon litres
c) Crude oil materials from railway wagons. 100 Cft. 79.40 cu.m 28.05
d) Fuel oil from tank into empty drums, including Per 220.60 Per 217.10
stacking within one chain (30 m). Ton Tonne
e) Petrol (2 gallon tin) 100 Nos. 312.70 100 Nos. 312.70 The rate includes checking
and weighing the tins.
f) Kerosene oil (4 gallon tin) 100 Nos. 620.40 100 Nos. 620.40
16 Removing and stacking within one chain
(30 m) lead:
a) Stone, spawl, brick bats, shingle, sand, lime, 100 Cft. 248.15 cu.m 87.65
surkhi, ashes, kankar and coat, etc.
b) Bricks. 1000 Nos. 661.75 1000 Nos. 661.75
c) Broad gauge wooden sleepers. 100 Nos. 397.05 100 Nos. 397.05
d) Metre gauge or narrow gauge wooden sleepers. 100 Nos. 236.35 100 Nos. 236.35
e) Rails girders, pipes, cement etc. Per 110.30 Per 108.55
Ton Tonne

No. No.
f) Bridge and crossing timbers, etc. 100 No. 1323.50 100 No. 1323.50
17 Loading into wagons girders, rails, permanent way Per 248.15 Per 244.25
material (except wooden sleepers) iron work, M.S. bars, Ton Tonne
pipes, etc. including lead one chain (30 M) and stacking
inside wagons.
18 Unloading from wagons girders, rails, permanent way Per 141.80 Per 139.55
material (except wooden sleepers) iron work, M.S. bars, Ton Tonne
pipes, etc. lead upto one chain (30 m) but excluding
stacking.
19 Loading into wagons wooden broad gauge sleepers, 100 Nos. 992.65 100 Nos. 992.65
including one chain (30 m) lead and stacking,.
20 Unloading wooden broad gauge sleepers from wagons, 100 Nos. 472.70 100 Nos. 472.70
including one chain (30 m) lead and stacking.
21 Loading metre gauge or narrow gauge wooden sleepers, 100 Nos. 496.30 100 Nos. 496.30
including one chain (30 m) lead and stacking inside
wagons.
22 Unloading metre gauge or narrow gauge wooden sleepers, 100 Nos. 261.20 100 Nos. 261.20
including one chain (30 m) lead but excluding stacking.
23 Loading bridge and crossing timbers, including one chain 100 Nos. 1985.30 100 Nos. 1985.30
(30 m) lead and stacking.
24 Unloading bridge and crossing timbers, including one 100 Nos. 992.65 100 Nos. 992.65
chain (30 m) lead but excluding stacking.
25 Loading or unloading bitumen, asphalt or tar in drums, into Per 148.90 Per 146.55
or from railway wagons, lead upto one chain (30 m). Ton Tonne

1 Special allowances for the hardness, wetness and slush:-
The grant of allowances for hard, very hard, wet and slush will be subject to Superinteding Engineer's approval. Specific instructions regarding grant of such
allowances may be issued by the various Administrative Departments and Statutory Bodies. The earth requiring repeated blows of Kassi to break it and of
which dry bulk density is not less than 1.5, will be treated as hard.
2 Deduction for shrinkage from bank measurements:-
The following allowances should be provided for material which is not rammed, or equally consolidated:-
a) Deduction for shrinkage from the bank measurements when the earthwork is done by manual labour.......... 10%
b) Deduction for settlement from the bank measurement when the earthwork is done by machines................... 3 to 6%
Before the work is let out to be done by tractors, scrapers, etc. deduction ranging between 3% to 6% should be agreed to with the contractors
1 Earthwork excavation undressed lead upto a single throw 171 to 17.5
of Kassi, phaorah or shovel:-
a) In ashes, sand, soft soil or silt clearance. 1000 Cft. 1,861.20 -- cu.m 65.75 --
b) In ordinary soil. 1000 Cft. 2,233.45 -- cu.m 78.90 --
2 Earthwork excavation in ashes, sand and soft soil or silt 1000 Cft. 2,729.75 -- cu.m 96.40 -- ditto
clearance, undressed lead upto 50 ft (15 metre).
3 Bed clearance and dressing slopes of drains to required ditto The rate is applicable where the earth
sections including the removal of weeds, roots, etc. of the bed to be removed is of the
disposal of excavated materials within 50 ft. (15 metre) lead. type of ordinary soil. When it is silt or
a) Excavated material undressed. 1000 Cft. 3,474.25 -- cu.m 122.70 -- 1 or 2 above, whichever is applicable.
b) Excavated material dressed in the specified manner. 1000 Cft. 3,750.10 -- cu.m 132.45 -- the drains of each category.
4 Borrowpit excavation undressed lead upto 100 ft (30 metre).
a) Ordinary soil 1000 Cft. 3,474.25 -- cu.m 122.70 --
b) Hard soil 1000 Cft. 4,268.35 -- cu.m 150.75 --
5 Earthowrk in ordinary soil for embankments lead upto 100 *411-1 to The rate includes hire charges of
ft. (30 m), including ploughing and mixing with blade grade 411-13 and machinery, cost of fuel, lubricants, pay
or disc harrow or other suitable equipment, and 301-1 & of driver and cleaner. The rate also
compaction by mechanical means at optimum moisture 202-3 includes clearing and grubbing
content and dressing to designed section, complete in all where necessary.
respects:-
i) 95% to 100% maximum modified AASHO dry density. 1000 Cft. 3,784.60 4,431.85 cu.m 133.65 156.55
ii) 90% maximum modified AASHO dry density. 1000 Cft. 3,784.60 4,332.15 cu.m 133.65 153.00
iii) 85% maximum modified AASHO dry density. 1000 Cft. 3,784.60 4,232.45 cu.m 133.65 149.50
6 Regular excavation dressed. 1000 Cft. 2,552.05 -- cu.m 90.15 -- *411-2
7 Earthwork excavation in open cutting upto 5'-0" (1.5 m) 17.1 to
depth for storm water channels, drains, sullage drains in 17.5
open areas, roads, streets, lanes, including under pinning of
walls and shoring to protect existing works, shuttering and
3. EARTHWORK (EXCAVATION & EMBANKMENT)
Chap-3 (Earthwork) Page 27

timbering the trenches, dressed to designed level and
dimensions, trimming, removal of surface water from
trenches, back filling and surplus excavated material
disposed of and dressed within 50 ft. (15 m) lead:-
i) ordinary 1000 Cft. 4,337.00 4,414.25 cu.m 153.20 155.90
ii) hard 1000 Cft. 5,131.10 5,208.40 cu.m 181.25 183.95
iii) very hard 1000 Cft. 5,974.85 6,052.15 cu.m 211.05 213.75
iv) gravel & shingle 1000 Cft. 10,049.95 10,127.25 cu.m 354.95 357.70
8 Earthwork excavation in open cutting 5.01 ft. (1.5 m) to ditto
10.0 ft. (3.0 mm) depth for storm water channels, drains,
sullage drains in open areas, roads, streets, lanes, including
under pinning of walls and shoring to protect existing works,
shuttering and timbering the trenches, dressed to designed
level and dimensions, trimming, removal of surface water
from trenches, back filling and surplus excavated material
disposed of and dressed within 100 ft. (30 m) lead:-
i) ordinary 1000 Cft. 4,720.30 4,874.05 cu.m 166.70 172.15
ii) hard 1000 Cft. 5,514.45 5,668.15 cu.m 194.75 200.20
iii) very hard 1000 Cft. 6,358.20 6,511.90 cu.m 224.55 230.00
iv) gravel & shingle 1000 Cft. 10,929.60 11,083.30 cu.m 386.05 391.45
9 Excavation in shingle or gravel formation and rock, not 17.1 to 17.5
requiring blasting, undressed lead upto 100 ft (30 m).
i) Dry 1000 Cft. 9,430.10 -- cu.m 333.05 --
ii) Wet 1000 Cft. 10,919.05 -- cu.m 385.65 --
iii) In flowing water 1000 Cft. 13,896.95 -- cu.m 490.85 --
10 Earthwork excavation in irrigation channels, drains, etc. to
designed section, grades and profiles, excavated material ditto
disposed off and dressed within 50 ft. (15 m) lead:-
i) ordinary 1000 Cft. 3,975.85 -- cu.m 140.45 --
ii) hard 1000 Cft. 4,769.95 -- cu.m 168.50 --
iii) very hard 1000 Cft. 5,613.70 -- cu.m 198.30 --
iv) gravel & shingle 1000 Cft. 9,936.95 -- cu.m 350.95 --
11 Excavation in rock dressed to designed section, grades and
profiles, excavated material disposed off within 100 ft. (30 m) 17.1 to 17.5 Tools and plants shall be the liability
and lift upto 5'-0" (1.5 m). of the contractor.
a) Soft rock, slate, shale, schist laterite work, with pick and 1000 Cft. 9,456.50 -- cu.m 334.00 --
crow bar.
b) Medium hard rock, requiring occasional blasting. 1000 Cft. 15,039.60 15,630.00 cu.m 531.20 552.05
12 a) Excavation in hard rock requiring blasting and disposal
of excavated material (blasted material) upto 50 ft. (15 17.1 to 17.5 1) Tools and plants required shall be
m) lead, (including dressing and leveling to designed the liability of the Contractor
section,e tc. complete).
2) Reduce the rate by 8% if the
i) Grade I 1000 Cft. 9,028.80 9,619.20 cu.m 318.90 339.75 excavated section is not dressed or

ii) Grade II 1000 Cft. 9,775.90 10,759.90 cu.m 345.30 380.05 levelled to designed section.
iii) Grade III 1000 Cft. 11,680.70 12,861.50 cu.m 412.55 454.25
iv) Grade IV 1000 Cft. 12,963.70 14,341.30 cu.m 457.90 506.55
v) Grade V 1000 Cft. 14,337.85 15,912.25 cu.m 506.40 562.00
vi) Grade VI 1000 Cft. 15,372.70 17,143.90 cu.m 542.95 605.50
b) Excavation in hard rock requiring blasting, but blasting
prohibited, and disposal of excavated material within 50 17.1 to 17.5 1) Tools and plants required shall be
ft. (15 m) lead (including dressing and levelling to the liability of the contractor.
designed section, etc. complete):-
2) Reduce the rate by 8% if the
i) Grade I 1000 Cft. 18,057.60 19,238.40 cu.m 637.80 679.50 excavated section is not dressed or
ii) Grade II 1000 Cft. 19,551.85 21,519.85 cu.m 690.55 760.10 levelled to designed section.
iii) Grade III 1000 Cft. 23,361.35 25,722.95 cu.m 825.10 908.55
iv) Grade IV 1000 Cft. 25,927.45 28,682.65 cu.m 915.75 1013.05
v) Grade V 1000 Cft. 28,675.70 31,824.50 cu.m 1012.85 1124.05
vi) Grade VI 1000 Cft. 30,745.45 34,287.85 cu.m 1085.95 1211.05
13 Rehandling of earthwork:
a) Lead upto a single throw of Kassi, phaorah or shovel 1000 Cft. 1,240.80 -- cu.m 43.85 -- ditto
b) Upto a lead of 50 ft. (15 m). 1000 Cft. 1,737.10 -- cu.m 61.35 --
14 Rehandling of gravel work or excavated rock, 1000 Cft. 4,963.20 -- cu.m 175.30 -- 17.1 to 17.5
lead upto 50 ft.( 15 m)
15 Filling, watering and ramming earth under floors:- ditto
i) with surplus earth from foundation, etc. 1000 Cft. 2,489.50 -- cu.m 87.95 --
ii) with new earth excavated from outside, 1000 Cft. 4,783.80 -- cu.m 168.95 --
lead upto one chain (30 m).
16 Extra for every 50 ft. (15 m) additional lead or part thereof :- This rate shall be applicable upto
1000 ft. total distance, including the
i) for earhtwork soft, ordinary, hard and very hard. 1000 Cft. 45.25 -- cu.m 1.60 -- lead covered in the item of earthwork
ii) for gravel, shingle or rock. 1000 Cft. 53.30 -- cu.m 1.90 --
17 Transportation of earth all types when the total distance, This rate will be paid inaddition to the
including the lead covered in the item of work, is more than rate of earthwork, without deducting
1000 ft. (300 m) the lead covered in the item of
a) upto ¼ mile (400 m). 1000 Cft. 2,003.00 -- cu.m 70.75 -- earthwork
b) for every 330 ft. (100 m) additional lead or part thereof,
beyond ¼ mile (400 m) upto one mile. (1.6 Km.) 1000 Cft. 65.70 -- cu.m 2.30 --
c) for every ¼ mile (400 m) additional lead or part thereof,
beyond one mile (1.6 Km.) upto 5 mile (8 Km). 1000 Cft. 163.00 -- cu.m 5.75 --
d) for every ½ mile (800 m) additional lead
or part thereof, beyond 5 miles (8 Km). 1000 Cft. 144.95 -- cu.m 5.10 --
18 Dressing and levelling of earhtwork to designed section, etc. 17.10 to 17.5
complete:-

a) Ashes, sand, silt or soft soil. 1000 Cft. 159.90 -- cu.m 5.65 --
b) Ordinary or hard soil. 1000 Cft. 310.35 -- cu.m 10.95 --
c) Gravel work or soft rock not requiring 1000 Cft. 749.75 -- cu.m 26.50 --
blasting.
19 Dowel dressing. Per 145.85 -- Metre 4.80 -- ditto This rate is in addition to payment for
Chain dressed earhtwork.
20 a) Dressing slopes of banks or ground surface. 100Sft. 65.05 -- sq.m 7.00 -- ditto To be paid only when exclusively
dressing is done and no earthwork is
carried out in embankment or cutting.
b) Dressing of earthwork (done by machinery or otherwise 100Sft. 116.75 -- sq.m 12.55 -- i) The surface area dressed is to be
and left undressed) to designed section. taken for measurement.
ii) The item is applicable where the
dressing is done by the contractor
other than the one who executed the
work.
21 Excavation in foundation of building, bridges and other
structures, including dagbelling, dressing, refilling around 17.1 to 17.5
structure with excavated earth, watering and ramming lead
upto one chain (30 m) and lift upto 5 ft. (1.5 m)
a) in sand, ashes or loose soil 1000 Cft. 4,472.15 -- cu.m 157.95 --
b) in ordinary soil. 1000 Cft. 5,219.30 -- cu.m 184.35 --
c) in hard soil or soft murum. 1000 Cft. 5,841.00 -- cu.m 206.30 --
22 Cutting hard rock such as granite, ballast, hard lime stone or 1000 Cft. 37,292.65 41,322.40 cu.m 1317.20 1459.50 17.1 to 17.5 Tools and plants required shall be the
sand stone, etc. with chisels and hammers, for small liability of the contractor.
foundations.
23 Extra for excavation requiring shoring. 1000 Cft. 637.55 896.30 cu.m 22.50 31.65 17.1 to 17.5 Composite rate includes materials,
i.e. plank, etc.
24 Compaction of earthwork (soft, ordinary or hard soil) :- ditto
a) Mixing, moistening earth to optimum moisture content 1000 Cft. 586.25 -- cu.m 20.70 --
in layers for compaction, etc. complete.
b) Compaction by rolling with animal driven
roller/hand rammed:
i) soft or sandy soil 1000 Cft. 744.50 -- cu.m 26.30 --
1) The rate does not include hire
ii) ordinary soil 1000 Cft. 868.55 -- cu.m 30.70 -- charges of the roller.
2) Roller to be 'supplied by
iii) hard soil 1000 Cft. 992.65 -- cu.m 35.05 -- Government
iv) admixture of shingle 1000 Cft. 1,116.70 -- cu.m 39.45 --
c) Ramming earthwork (all types of soil). 1000 Cft. 744.50 -- cu.m 26.30 --

d) Ramming earhtwork behind retaining walls. 1000 Cft. 992.65 -- cu.m 35.05 --
25 Compaction of earthwork with power road roller, including 17.1 (a)
ploughing, mixing, moistening earth to optimum moisture *411-5 and The rate also includes hire charges of
content in layers, etc. complete: 202-3 machinery, cost of fuel, lubricant, pay
of driver and cleaner, etc.
i) 95% to 100% maximum modified AASHO dry density. 1000 Cft. -- 647.25 cu.m - 22.85
ii) 90% maximum modified AASHO dry density. 1000 Cft. -- 547.55 cu.m - 19.35
iiii) 85% maximum modified AASHO dry density. 1000 Cft. -- 447.85 cu.m - 15.80
26 Extra for wet earthwork. 1000 Cft. 1,737.10 -- cu.m 61.35 - 17.1 to 17.5 That will support a man's weight.
27 Extra for slush or Daldal including dewatering. 1000 Cft. 3,970.55 -- cu.m 140.25 - 17.1 to 17.5 That will not support a man's weight.
28 Extra for puddling. 1000 Cft. 3,109.90 -- cu.m 109.85 - ditto
29 Earthwork on small rain water drains, along canal banks, 100 Rft. 471.50 -- Metre 15.45 - ditto
roads and plantation drains, dressed, etc. complete.
30 Filling and compacting soil, earth and boulders behind 1000 Cft. 4,466.90 -- cu.m 157.75 -- 17.1 to 17.5
retaining walls (including excavation of soil and lead upto 50
ft.( 15 m).
31 Dag bailing 3" (75 mm) deep. Per mile 1,853.90 -- Per 1152.20 -- ditto Dag bailing for layout of borrow pit, to
Km be done by contractors at their own
cost.
32 Turfing slopes of banks or lawns with grass sods including 100Sft. 827.20 -- sq.m 89.00 -- ditto
ploughing, laying, setting and watering (Turf got from within a
distance of 5 miles (8 Km.) and maintenance for 15 days).
33 Berm cutting:- 17.1 to 17.5
a) lead upto a single throw of Kassi, phaora or shovel 1000 Cft. 2,233.45 -- cu.m 78.90 --
(without dressing).
b) upto 50 ft(15 m)lead (including dressing). 1000 Cft. 3,975.85 -- cu.m 140.45 --
34 Berm trimming both sides of channels:- 17.1 to 17.5
a) upto 3½ ft. (1.06 m) depth. Per Mile 5,799.20 -- Per Km. 3624.50 --
b) exceeding 3½ ft. to 5 ft. (1.06 to 1.5 m) depth. Per Mile 8,087.20 -- Per Km. 5054.50 --
c) exceeding 5 ft. to 8 ft. (1.5 to 2.4 m) depth Per Mile 12,641.20 -- Per Km. 7900.75 --
35 Ploughing and levelling borrowpits. ditto Area ploughed to be measured.
i) upto 3 ft. (0.9 m) depth. Per Acre 1,240.80 -- Per Hect. 3066.10 --
ii) above 3 ft. (0.9 m) depth. Per Acre 2,481.60 -- Per Hect. 6132.15 --

36 Making boundary or service roads, including dag-belling, ditto
leveling and dressing:
i) in unploughed land:
a) from 10.0 ft. to 20.0 ft. (3 to 6 m) wide. Per Chain 622.60 -- Metre 20.40 --
b) from 20.1 ft. to 40.0 ft. (6.10 to 12 m) wide. Per Chain 831.60 -- Metre 27.30 --
ii) in ploughed land:
a) from 10.0 ft. to 20.0 ft. (3 to 6 m) wide. Per Chain 642.15 -- Metre 21.05 --
b) from 20.1 ft. to 40.0 ft. (6.10 to 12 m) wide. Per Chain 851.15 -- Metre 27.90 --
37 Earthwork by boats, including hire of boats:- 17.1 to 17.5 For ordinary soil.
i) Digging and loading into boats, upto 50 ft. (15 m) lead. 1000 Cft. 3,722.40 -- cu.m 131.50 --
ii) Carriage by boats upto 10 chains (300 m). 1000 Cft. 965.05 -- cu.m 34.10 --
iii) Extra for every additional one chain (30 m) or part 1000 Cft. 99.25 -- cu.m 3.50 --
thereof beyond 10 chains (300 m).
iv) Unloading earth from boats. 1000 Cft. 1,737.10 -- cu.m 61.35 --
38 Unloading earth from B.G. trucks and clearing 5 ft. (1.5 m) 1000 Cft. 1,488.95 -- cu.m 52.60 -- 17.1 to 17.5
from rail.
39 Earthwork by tramway, digging and loading in trucks, upto 50 1000 Cft. 3,474.25 -- cu.m 122.70 -- 17.1 to 17.5
ft. (15 m) lead.
40 Unloading earth from B.G. trucks and spreading upto 1000 Cft. 2,791.80 -- cu.m 98.60 -- ditto
15 ft. (4.5 m) from rail.
41 Supplying clean and screened river or pit sand within 5 100Cft. 473.30 496.30 cu.m 167.15 175.30 ditto The rate incudes:-
chains (150 m). i) removal of top crust of earth
over burden
ii) royalty to the government or cost
to the private owner.
42 Earthwork excavation in open cutting for sewers and 17.1 to 17.5 The rate does not include back filling
manholes as shown in drawings including shuttering and **13.1 &13.4 after laying of sewer, which is payable
timbering, dressing to correct section and dimensions separately.
according to templates and levels, and removing surface
water, in all types of soil except shingle, gravel and rock:-
If the timbering and shuttering is not
i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 1000 Cft. 4,033.90 4,417.10 cu.m 142.50 156.00 actually done at site, the composite
ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth 1000 Cft. 6,850.65 7,419.15 cu.m 241.95 262.05 rate may be reduced by Rs. 368.20,
iii) above 15.0 ft. (4.5 m) depth 1000 Cft. 8,835.95 9,404.40 cu.m 312.10 332.15 579.60 and 579.60 respectively.
43 Earthwork excavation of trenches in open cutting for sewers 17.1 to 17.5 The rate does not include back filling
and manhole chambers, etc. below sub-soil water level to **13.3 & after laying of sewer, which is payable

correct section and dimensions according to templates and 13.5 separately.
levels, including shoring, timbering and shuttering of M.S.
sheets on both sides of the trenches:
i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL. 1000 Cft. 5,534.10 8,043.80 cu.m 195.45 284.10
ii) 4.01 ft. to 8.0 ft. (1.22 to 2.4 m) depth below SSWL. 1000 Cft. 6,918.50 10,024.75 cu.m 244.35 354.05
iii) Exceeding 8 ft. (2.4 m) depth below SSWL. 1000 Cft. 10,377.75 13,668.55 cu.m 366.55 482.75
44 Excavation of trenches in all kinds of soil, except cutting 1000 Cft. 3,725.05 -- cu.m 131.55 -- 17.1 to 17.5 The rate does not include back filling
rock, for watersupply pipelines upto 5 ft. (1.5 m) depth **8.1 after laying of pipe line, which is
from ground level, including trimming, dressing sides, payable separately.
leveling the beds of trenches to correct grade and cutting
pits for joints, etc. complete in all respects.
45 Cutting and removing trees within a distance of 100 ft. (30 m)
a) upto 2½ ft. (760 mm) girth. Each 726.35 -- Each 726.35
b) above 2½ ft. to 6 ft. (760 to 1800 mm) girth. Each 1,417.35 -- Each 1417.35
46 Uprooting stump and removing within 100 ft. (30 m) from 2 ft. Each 930.60 -- Each 930.60
to 6 ft. (600 to 1800 mm) girth.
47 Jungle clearance and removing within 100 ft. (30 m).
a) light 1000 Sft. 124.10 -- sq.m 1.35 --
b) thick 1000 Sft. 248.15 -- sq.m 2.65 --
48 Uprooting Sarkanda growth and disposal within 100 ft. (30 m) 100Sft. 59.55 -- sq.m 6.40 --
49 Ploughing 3 times. Per 504.10 -- Per Hect. 1245.60 --
Acre
50 Leveling, dressing and making lawns. 100Sft. 248.15 -- sq.m 26.70 --
51 Turfing lawns (excluding cost of turf). 100Sft. 209.00 -- sq.m 22.50 --
52 Earthwork in excavation of drains, irrigation channels through
excavator / drag lines in all kind of soil and conditions(dry,wet
slush,daldal and under water) including its disposal and
preparation of working pad for operation of machinery.
(Rates includes 100 ft lead) 1000 Cft. -- 1725.00 cu.m -- 60.95
* Specification number correspond to Book of "Specification for Road & Bridge Construction, 1971".
** Specification number correspond to Book of "Building & Roads Department Specification Vol. II, 1966 (Public Health Works).

1 Rates for all finished works include the removal of surplus debris, unused material and byproducts.
2 The rates for dismantling roofs or upper storey floor, include the dismantling of all materials, except roof
supports such as beams and trusses.
No. No.
Stone Work
1 Dismantling dry stone masonry. 100Cft. 421.85 cu.m 149.00 18.1
2 Dismantling stone masonry in mud mortar. 100Cft. 620.40 cu.m 219.15 ditto
3 Dismantling stone masonry in lime or cement mortar. 100Cft. 1,488.95 cu.m 525.90 ditto Add extra 13%, 32% and 51% on
labour rates only for 2nd, 3rd, 4th
and subsequent floors respectively.
4 a) Dismantling dry stone or spawl pitching. 100Cft. 744.50 cu.m 262.95 ditto
b) Dismantling stone or spawl pitching (mud grouted). 100Cft. 943.00 cu.m 333.05 ditto
5 Dismantling stone or spawl pitching and apron in silted 100Cft. 1,240.80 cu.m 438.25 ditto
condition.
6 Dismantling stone pitching, cement or lime grouted. 100Cft. 1,985.30 cu.m 701.20 ditto
7 Dismantling stone in crates:
a) wooden crates 100Cft. 992.65 cu.m 350.60
b) wire crates ditto 1,240.80 ditto 438.25
8 Dismantling stone ware drain including base concrete. 100Cft. 694.85 cu.m 245.40 ditto
Brick Work
9 100Cft. 248.15 cu.m 87.65 18.1
10 100Cft. 620.4 cu.m 219.15 ditto
11 100Cft. 421.85 cu.m 149 ditto
12 100Cft. 868.55 cu.m 306.75 18.1 Add extra 13%, 32% and 51% on
13 100Cft. 2109.35 cu.m 745 ditto and subsequent floors respectively
against item No. 12, 13, 14 & 15.
Dismantling brick work in mud mortar.
Dismantling brick work in lime or cement mortar.
4. DISMANTLING (DEMOLITION)
Dismantling mud/pise walling.
Dismantling sun dried brick masonry.
Dismantling dry brick masonry.
Chap-4 (Dismantling) Page 34

No. No.
14 Dismantling cement block masonry. 100Cft. 1,861.20 cu.m 657.40 ditto
15 Dismantling Dhajji walling. 100Cft. 496.30 cu.m 175.30 ditto
Concrete
16 Dismantling mud concrete. 100Cft. 992.65 cu.m 350.60 ditto
17 Dismantling lime concrete. 100Cft. 1,364.90 cu.m 482.10 Add extra 13%, 32% and 51% on
18 Dismantling lime or cement concrete, under water. 100Cft. 5,211.35 cu.m 1840.65 and subsequent floors respectively
against item No. 17, 19 & 20.
19 a) Dismantling cement concrete plain 100Cft. 2,729.75 cu.m 964.15 ditto
1:4:8.
b) Dismantling cement concrete plain ditto 4,466.90 ditto 1577.70
1:3:6.
c) Dismantling cement concrete 1:2:4 ditto 5,459.50 ditto 1928.30
plain.
d) Dismantling cement concrete with brick ditto 1,488.95 ditto 525.90
aggregate.
e) Dismantling D.P.C. of cement concrete ditto 744.50 ditto 262.95
1½" thick (40 mm) and clearing the site.
20 Dismantling cement concrete reinforced, 100Cft. 8,933.75 cu.m 3155.40 ditto
separating reinforcement from concrete,
cleaning and straightening the same.
Roofing
21 Dismantling sirki sarkanda or thatched 100Sft. 297.80 sq.m 32.05 18.1
roofing, supported on battens or bellies.
22 a) Dismantling 1st class tile roofing. 100Sft. 744.50 sq.m 80.10 Add extra 13%, 32 and 51% on
labour rate only for 2nd, 3rd, 4th
b) Dismantling 2nd class tile roofing. 100Sft. 620.40 sq.m 66.75 ditto and subsequent floors respectively
against items No. 22, 25, 26 and 28.
23 Dismantling from any height, asbestos sheets and ridge 100Sft. 389.40 sq.m 41.90 18.1
coping.
24 a) Dismantling roof of wooden planks and battens, from 100Sft. 311.5 sq.m 33.5 ditto
any height.
b) Dismantling wooden ceiling above 20' (6.0 m) height 100Sft. 1,232.35 sq.m 132.60 ditto
in difficult position, including lifting with care and
special scaffolding along live electric wires and with

No. No.
machines underneath.
25 Dismantling jack arch roofing, including removal of joists. 100Sft. 992.65 sq.m 106.80 ditto
26 Dismantling R.B. roof complete with mud and plaster, 100Sft. 1,240.80 sq.m 133.50 ditto
including separating reinforcement, cleaning and
straightening the same.
27 a) Stripping and stacking slate or tiles from the truss 100Sft. 620.40 sq.m 66.75
roofing.
b) Stripping and stacking C.I. sheet roof. ditto 564.10 ditto 60.70
c) Extra for dismantling C.I. sheet roof above 20 ft. (6m) ditto 689.05 ditto 74.15
in difficult position, including lifting with special
scaffolding along live electric wire with machine
underneath.
28 Dismantling slates or tiles including battens, purlins and 100Sft. 992.65 sq.m 106.80 18.1
planking.
Flooring
29 Dismantling brick or flagged flooring without 100Sft. 421.85 sq.m 45.40 18.1 Add extra 13%, 32% and 51% on
concrete foundation. labour rates only for 2nd, 3rd, 4th
and subsequent floors respectively
30 Dismantling plank or wooden block flooring, 100Sft. 620.40 sq.m 66.75 ditto against items No. 29 and 30.
etc.
31 Disjoining R.C.C. pipes inside the trench and dismantling i) The rate does not include the
and removing the pipes from the trench and stacking them cost of excavation and refilling of
outside:- trench, or the demolition of any
masonry or brick work.
a) 6" to 12" (150 to 300 mm) diameter Per Lft 15.60 Metre 51.15
b) 13" to 24" (325 to 600 mm) diameter Per Lft 25.50 Metre 83.65 ii) Bends, elbows, sluice valves,
c) 25" to 36" (625 to 900 mm) diameter ditto 29.80 ditto 97.75 etc. should not be paid for extra if
d) Above 36" (Above 900 mm) diameter ditto 42.50 ditto 139.40 fixed in the length of pipe line that
is being dismantled.
WOOD WORK
32 a) Removing door with chowkat. Per 199.00 Per 199.00 18.1 Add extra 13%, 32% and 51% on
No. No. labour rates only for 2nd, 3rd, 4th
b) Removing windows and sky lights with chowkat. ditto 153.85 ditto 153.85 and subsequent floors respectively
against items No. 32, 33, 34, 35 &
36.
33 Removing ventilators and wooden sunshade, etc. Per No. 80.45 Per No. 80.45 ditto
34 a) Dismantling wooden beams upto 12' (3.65m) Per No. 155.10 Per No. 155.10 ditto

No. No.
length.
b) Dismantling wooden beams from 12.1' to 23' ditto 248.15 ditto 248.15
(3.65 to 7.0 m) length.
35 a) Dismantling wooden partition Jaffry work etc. 100Sft. 278.15 sq.m 29.95 ditto
b) Dismantling wooden trusses. 100Kg 872.10 %Kg 872.10
36 Dismantling wooden palisade fencing. Per Lft. 22.10 Metre 72.50 ditto
Iron work
37 Dismantling iron work of trusses, sheds, water tanks, etc. 100Kg 842.30 %Kg 842.30 18.1 Add extra 13%, 32% and 51% on
excluding cutting of rivets. labour rates only for 2nd, 3rd, 4th
and subsequent floors respectively
against items No. 37 and 38.
38 Dismantling rolled steel beams or iron rails, etc. 100Kg 407.30 %Kg 407.30 ditto
39 Dismantling iron latrine. Per Unit/ 902.90 Per Unit/ 902.90 ditto
2 Seats 2 Seats
40 Dismantling tees, bends or sluice valves upto 12" Each per 18.45 Each per 7.40 ditto
(300 mm) bore. inch bore cm bore
41 a) Dismantling B.G. water column. Each 6,022.50 Each 6022.50 ditto
b) Dismantling M.G. or N.G. water column. Each 3,984.75 Each 3984.75 ditto
42 Dismantling all type of wire fencing, including rolling wire 100Lft. 421.85 Metre 13.85 18.1
into bundles and collecting material.
Miscellaneous
43 Dismantling wire netting of tennis courts and frame work. 100Sft. 198.55 sq.m 21.35 18.1
44 Dismantling cloth ceiling and supporting timber. 100Sft. 372.25 sq.m 40.05 ditto
45 Dismantling and removing road metalling. 100Cft. 992.65 cu.m 350.60 ditto
46 Dismantling and removing road pavement, etc., including 100Cft. 1,325.15 cu.m 468.05 ditto
screening and stacking of byproducts upto one chain lead
(30 metre).
47 Removing mud plaster from walls. 100Sft. 103.40 sq.m 11.15 ditto Add extra 13%, 32% and 51% on
48 Removing cement or lime plaster. 100Sft. 206.80 sq.m 22.25 ditto and subsequent floors against item
No. 47, 48, 49, & 50 respectively

No. No.
49 Scraping:- 18.1
a) White wash or colour wash. 100Sft. 124.10 sq.m 13.35
b) Ordinary distemper, oil bound distemper, ditto 372.25 ditto 40.05
or paint of wall.
50 Dismantling glazed or encaustic tiles, etc. 100Sft. 1,061.30 sq.m 114.20 18.1
51 Scraping boulders. 100Cft. 1,737.10 cu.m 613.55 18.1
52 Cleaning lime or cement mortar of old stones 100Cft. 868.55 cu.m 306.75 18.1
to be used in masonry.
Electric Wiring
53 Dismantling light, fan and call bell point Per 33.90 34.35 Per 33.90 34.35
including casing and capping/strip open type, point point
and making good damaged surface (building
portion).
54 Dismantling plug point and making good Per 29.05 29.40 Per 29.05 29.40
damaged surface (building portion). point point
55 Dismantling G.I./M.S. conduit/G.I. flexible/PVC pipes or
conduit wiring, etc. of all sizes including making good
damaged surface (building portion):-
i) on surface Per foot 6.20 6.30 P.Mtr 20.35 20.65
ii) recessed in wall Per foot 13.50 13.60 P.Mtr 44.30 44.60

Dry Material Required for Dry Material Required for
100 Cft. Wet (Ready) Mortar One Cum Wet (Ready) Mortar
S. No. Ratio of Mortar Cement Lime Cement Lime Sand
(50 Kg) Putty Sand (50 Kg.) Putty Cum.
Bag Cft. Cft. Bag. Cum
1 2 3 4 5 6 7 8
1 Cement : Sand
1 : 2 33.48 82 11.83 0.82
1 : 3 23.11 85 8.16 0.85
1 : 4 18.37 90 6.49 0.90
1 : 5 14.70 90 5.19 0.90
1 : 6 13.61 100 4.81 1.00
1 : 7 11.68 100 4.12 1.00
1 : 8 10.21 100 3.61 1.00
2 Cement : Lime : Sand
1 : 1 : 6 12.25 15.0 90 4.33 0.15 0.90
1 : 1 : 7 10.70 13.1 92 3.78 0.13 0.92
1 : 1 : 8 9.39 11.5 92 3.32 0.12 0.92
1 : 1 : 9 8.52 10.44 94 3.00 0.10 0.94
1 : 1 : 10 7.67 9.4 94 2.71 0.09 0.94
1 : 2 : 8 9.19 22.5 90 3.25 0.23 0.90
1 : 2 : 9 8.16 20.0 90 2.88 0.20 0.90
1 : 2 : 10 7.67 18.8 94 2.71 0.19 0.94
1 : 2 : 12 6.39 15.66 94 2.26 0.16 0.94
1 : 3 : 12 6.26 23.0 92 2.21 0.23 0.92
1 : 3 : 14 5.47 20.1 94 1.93 0.20 0.94
1 : 3 : 16 4.82 17.7 94 1.70 0.18 0.94
1 : ¼ : 3 23.11 7.0 85 8.16 0.07 0.85
3 Lime : Sand
1 : 2 43 86 0.43 0.86
1 : 3 31 93 0.31 0.93
5. MORTAR
Chap-5 (Mortar) Page 39

Dry Material Required for 100 Cft. Dry Material Required for
Wet (Ready) Mortar one M3
Wet (Ready) Mortar
S. Ratio of Mortar Clay Lime Sand Surkhi Cinder Clay Lime Sand Surkhi Cinder
No. (Putty) (Putty)
Cft. Cft. Cft. Cft. Cft. M3
M3
M3
M3
M3
1 2 3 4 5 6 7 3 4 5 6 7
4 Mud 135 1.35
5 Lime : Surkhi
2 : 3 49.00 - 73.5 - 0.49 - 0.74 -
1 : 2 40.75 - 81.5 - 0.41 - 0.82 -
1 : 3 30.30 - 91.0 - 0.30 - 0.91 -
6 Lime : Sand : Surkhi
1 : 1 : 1 40.50 40.5 40.5 - 0.41 0.41 0.41
7 Lime : Cinder
1 : 1 57.0 - 57.0 - 0.57 - - 0.57
Wet material required for 100 Cft. Wet material required for 1M³ (35.32 Cft)
masonry (including wastage): masonry ( including wastage) :
1 Brick Masonry :
a) Mud Mortar 35.00 Cft 0.35 M3
b) Cement, Sand 25.00 Cft 0.25 M3
c) Cement, Lime (Putty) Sand 25.00 Cft 0.25 M3
d) Lime (Putty) Sand 25.00 Cft 0.25 M3
2 Stone Masonry :
a) Random rubble, uncoursed
i) Foundation and Plinth 45.00 Cft 0.45 M3
ii) Superstructure 40.00 Cft 0.40 M3
iii) Coursed 35.00 Cft 0.35 M3
b) Ashlar Block in course or Scabled masonry 30.00 Cft 0.30 M3
c) Ashlar fine masonry 20.00 Cft 0.20 M3
(1) Cement 1 Cft. = 40.8233 Kg
Notes : (2) Unslaked lime 1.7 Cft. = 37.3242 Kg
(3) Slaked lime 2.5 Cft. = 37.3242 Kg
(4) Quick lime 40 Kg Will yield 2.6 Cft. lime putty.
5. MORTAR
Chap-5 (Mortar) Page 40

1.
2.
3.
No. No.
1 Mud concrete in foundation including watering and ramming, 100Cft 2730.15 4749.15 cu.m 964.30 1677.40 The stone ballast, crushed bajri,
using brick or stone ballast 1½" (40 mm) gauge. round shingle from nallah, or brick
ballast may be used according to
2 Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 100Cft 1861.20 3775.20 cu.m 657.40 1333.40 their comparative cheaper rates in
mm) gauge. various areas of the Province.
3 Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 20.1 -do-
50 mm) gauge, in foundation and plinth:-
(a) Ratio 1: 3: 6 100Cft 3592.05 13603.65 cu.m 1268.70 4804.80
(b) Ratio 1: 4: 8 ditto 3592.05 11650.30 " 1268.70 4114.90
(c) Ratio 1:5:10 ditto 3592.05 10613.35 " 1268.70 3748.65
(d) Ratio 1: 6:12 ditto 3592.05 9830.25 " 1268.70 3472.05
(e) Ratio 1: 6: 18 ditto 3592.05 9019.05 " 1268.70 3185.55
(f) Ratio 1: 7:20 ditto 3592.05 8641.70 " 1268.70 3052.25
4 Extra on item No. 3 above, for sedimentation tank or filter
beds of Public Health Engineering Works: The stone ballast, crushed bajri,
round shingle from nallah, or brick
(a) in bed 100Cft 1106.80 - cu.m 390.90 - ballast may be used according to
their comparative cheaper rates in
(b) on slope ditto 1637.45 - " 578.35 - various areas of the Province.
5 Cement concrete plain including placing, 20.1
compacting, finishing and curing
complete (including screening and
washing of stone aggregate):
6. CONCRETE
a) The carriage for the whole distance to the site of work shall be calculated on the basis of the rates of the actual means of transport used in carriage, i.e. road and / or rail, as the case may be.
If concrete mixer or high frequency vibrator, etc. is supplied by the Government, all charges including depreciation will be recovered from the contractor.
Rates for all finished works include the removal of surplus debris, unused material and by products.
b) It shal be payable from the nearest approved quarry.
Subsequent carriage of crushed stone aggregate / bajri will be paid according to the following:
Chap-6 (Concrete) Page 41

No. No.
(a) Ratio 1: 1:2 100Cft 4804.80 27079.80 cu.m 1697.05 9564.60
(b) Ratio 1: 1½: 1½ ditto 4804.80 26599.20 " 1697.05 9394.85
(c) Ratio 1: 1½: 3 ditto 4804.80 21912.00 " 1697.05 7739.30
(d) Ratio 1: 2: 3 ditto 4804.80 20918.40 " 1697.05 7388.40
(e) Ratio 1: 3: 3 ditto 4804.80 18614.65 " 1697.05 6574.70
(f) Ratio 1: 2: 4 100Cft 4804.80 19129.45 cu.m 1697.05 6756.50
(g) Ratio 1: 2: 6 ditto 4804.80 17158.10 " 1697.05 6060.25
(h) Ratio 1: 3: 6 ditto 4804.80 16527.60 " 1697.05 5837.55
(i) Ratio 1: 4: 8 ditto 4804.80 14648.65 " 1697.05 5173.90
6 Providing and laying reinforced cement concrete (including 20.4 1) The rate includes rendering floor
prestressed concrete), using coarse sand and screened surface smooth, and the plastering
graded and washed aggregate, in required shape and design, done for making up all surfaces
including forms, moulds, shuttering, lifting, compacting, after removing centring.
curing, rendering and finishing exposed surface, complete
(but excluding the cost of steel reinforcement, its fabrication 2) Plastering done under soffit of
and placing in position, etc.):- R.C.C. roof slab meant for human
habitation buildings shall be paid
(a) (i) Reinforced cement concrete in roof slab, beams, extra.
columns lintels, girders and other structural members laid in
situ or precast laid in position, or prestressed members cast 3) This item shall not be applicable
in situ, complete in all respects:- to factory made units.
(1) Type A (nominal mix 1:1:2) Per Cft 111.70 389.25 cu.m 3945.25 13748.30
(2) Type B (nominal mix 1: 1½: 3) ditto 111.70 338.25 " 3945.25 11947.00
(3) (c) Type C (nominal mix 1: 2: 4) ditto 111.70 310.9 " 3945.25 10981.00
(a)(ii) Reinforced cement concrete in slab of rafts / strip
foundation, base slab of column and retaining walls; etc and
other structural members other than those mentioned in
5(a) (i) above not requiring form work (i.e. horizental
shuttering) complete in all respects:-
(1) Type A (nominal mix 1: 1: 2) Per Cft 64.70 309.90 cu.m 2285.20 10945.65
(2) Type B (nominal mix 1: 1½: 3) ditto 64.70 254.10 " 2285.20 8974.80
(3) Type C (nominal mix 1: 2: 4) ditto 64.70 226.65 " 2285.20 8005.30
4) Composite rate shall be reduced by Rs:
5/50- P.Cft & Rs:12/- P.Cft if chenab sand
and local sand respectively is used.

No. No.
(b) Precast reinforced cement concrete and prestressed
reinforced cement concrete in columns, beams, lintels, stair
cases, shelves, etc.
(1) Type A (nominal mix 1: 1: 2) Per Cft 84.15 349.35 cu.m 2972.20 12339.05
(2) Type B (nominal mix 1:1½: 3) ditto 84.15 298.00 " 2972.20 10525.35
(3) Type C (nominal mix 1: 2: 4) ditto 84.15 271.00 " 2972.20 9571.70
(c) Erecting and fixing in position, precast cement concrete
or stone slab in roofs or lintels, etc. lift unto 20 ft., (6m) Per Cft 38.10 48.45 cu.m 1345.70 1711.25
including all charges.
(d) Add extra labour for R.C. concrete in Per Cft 18.60 -- cu.m 656.95 -
2nd and subsequent storeys.
7 Providing and casting in situ bored reinforced concrete piles *851-1 Composite rate shall be reduced by
with type C concrete (nominal mix 1: 2: 4 ) , using 10% extra to Rs: 5/50 P.Cft & Rs:12/- P.Cft if chenab
cement in dry mix, and course sand, including all labour and 851-10 sand and local sand respectively is used.
material (except the cost of steel reinforcement and its
labour for bending and laying in position, etc. which will be
paid separately, including, screening & washing of shingle
and curing:-
i) 18 " (450 mm) dia pile Per Rft 740.85 1043.80 Metre 2430.00 3423.65
ii) 20" (500 mm) dia pile Per Rft 853.95 1227.70 Metre 2800.95 4026.85
iii) 22" (550 mm) dia pile Per Rft 1030.2 1468.55 Metre 3379.05 4816.85
iv) 24" (600 mm) dia pile Per Rft 1252.70 1791.15 Metre 4108.85 5875
8 Fabrication of mild steel reinforcement bar cage for R.C.C. *851-5 The rate includes wastage, overlaps,
bored piles, including cutting, bending, laying in position, etc. but does not apply to the laps and
welding and fastening, including cost of binding wire and spiral reinforcement which are specifically
labour charges for binding of steel reinforcement (also shown in the structural / working drawings
includes removal of rust from the bars):- of piles as per lapping requirements
of design.
(a) plain bars Per Cwt. 1283.70 4747.60 100 kg 2526.95 9345.65
(b) deformed bars ditto 1283.70 6243.90 " 2526.95 12291.15
9 Fabrication of mild steel reinforcement for cement concrete, *851.5 The rate includes wastage, overlaps
including cutting, bending, laying in position, making joints and chairs, etc.

No. No.
and fastenings, including cost of binding wire and labour
charges for binding of steel reinforcement (also includes
removal of rust from bars):-
(a) Plain bars Per Cwt. 331.65 3974.35 100 kg 652.85 7823.50
(b) Deformed bars (Grade-40) ditto 331.65 5591.35 ditto 652.85 11006.60
('c) Deformed bars (Grade-60) ditto 331.65 5855.35 ditto 652.85 11526.30
10 Precast cement concrete solid or face blocks (1:2:4), Per Cft 42.55 183.10 cu.m 1502.85 6467.10 20.2
including cost of templates.
11 Precast cement concrete hollow blocks (1: 2: 4) , including Per Cft 94.35 186.85 cu.m 3332.45 6599.55 20.2
cost of templates and constructing walls thereof.
12 Providing and fixing ornamental cement jali 2" (50 mm) thick Per Sft 26.55 50.30 sq.m 285.70 541.25 20.1 to
(1: 2: 4), without steel. 20.4
13 Extra labour for laying concrete plain or reinforced:
(a) above 20' (6 m) upto 40'(12 m) height 100Cft 1985.30 - cu.m 701.20 -
(b) for every additional 10'(3 m) height. 100Cft 1240.80 - cu.m 438.25 -
14 Extra labour for work of weirs, rail or road bridges, syphons, and 100Cft 496.30 - cu.m 175.30 -
concreting in superstructure
15 Making reinforced cement concrete spout, including fixing in Each 331.65 478.20 Each 331.65 478.20 20.4
position (2½' x 6" x5") (760 mmx150 mm x 125 mm)
16 Making holes upto 3"(75 mm) dia 18"(450 mm) depth in cement Per hole 795.95 - Each 795.95 - 20.1
concrete or stone masonry walls and repairing.
17 Extra labour for skipping concrete in wells. 100Cft 2952.40 - cu.m 1042.80 - 20.1
18 Nicking concrete surface:
(a) Cement concrete surface 100Sft 282.50 - sq.m 30.40 -
(b) Lime concrete surface ditto 93.20 - " 10.05 -

No. No.
19 Preparing, watering and ramming surface for laying concrete
(for Headworks only):-
(a) Horizontal floor 100Sft 282.25 - sq.m 30.35 -
(b) Glacis and crest ditto 406.55 - " 43.75 -
(c) Inverted filters ditto 132.65 - " 14.25 -
20 Fabrication of high tensile steel prestressing cables for 100 Kg. 4134.15 29992.60 100 Kg. 4134.15 29992.60 *811-1 The rate includes wastage in
prestressed (post tensioned) concrete, including assembling by to cutting and breakage in stressing,
drawing the H.T. wire through metal spacer plate, inserting in helix 811-11 etc.
core and taping or tying, sheathing in longitudinally welded metal
corrugated sheath, positioning , anchorage with male and female
set of anchorage cone, forming ducts for transverse cable,
stressing cables with jack at both ends as per stressing schedule,
maintaining stressing record and supply the same in the approved
proforma to the Engineer-in-charge, making loop at blind end,
including all materials required for it, grouting the cable ducts with
cement, cutting projected ends and making good recesses, etc.,
complete in all respects.
21 Fabrication of High Tensile steel reinforcement for prestressed 100kg 2481.60 27237.00 %kg 2481.60 27237.00 1) The rate includes wastage in
(pretension) concrete work, including inserting wire in moulds, cutting and breakage in stressing,etc.
providing M.S. shear bars, spacers and lift hooks, male and
female anchorage, tie down, struts, stressing cables, maintaining 2) Quantity of H. T. wire will form
stress record and supply the same in approved proforma to the basis of payment.
Engineer-in-charge, cutting wires and projecting ends and making 3) This item shall not be applicable
good recesses, etc., complete in all respects. to factory made units.
22 Lifting, transporting and placing precast prestressed concrete *811-1
B eam, Girder and other members (excluding battens) etc. in to
Position on the bridge to correct alignment and level, etc. 811-11
complete
i) Beam upto 50 ft. (15 m) length 100Cft 1588.95 cu.m 561.20
ii) Beam above 50 ft. (15m) upto 75 ft. (22.5m) length 100Cft 2270.17 cu.m 801.80
iii) Beam above 75ft. (22.5m) upto 100ft. (30m) length 100Cft 3026.40 cu.m 1068.95
iv) Beam above 100ft. (30m) upto 150ft.(45m) length 100Cft 3916.30 cu.m 1383.25
v) Beam above 150ft. (45m) length 100Cft 4816.95 cu.m 1701.35

No. No.
23 Providing and laying foam concrete 3 inch (75 mm) thick, Per Sft. 26.10 62.05 sq.m. 280.85 667.65
using cement sand in the ratio of 1:2 and aluminium powder
at the rate of 0.2% of the cement, sand mix,
24 Providing and fixing 6 in(150 mm). wide curved sheet of
required shape fixed on face of the construction joint with G.I.
screw,1.5 in (40 mm) long to cover construction joints
vertically:-
i) aluminium sheet 1/16 in(1.5 mm) thick Per Rft. 12.90 89.80 Metre 42.30 294.55
ii) G.I. sheet, 18 SWG Per Rft. 13.20 73.35 Metre 43.30 240.60
25 Providing and fixing 1/8" (3 mm) thick 3" (75 mm) wide aluminium
strip on horizontal and vertical expansion joints in walls, columns,
ceilings and floors etc., including cost of clips/screws etc.,
complete in all respects:-
a) On interior surface (without mastic strip) Per Rft. 11.75 88.70 Metre 38.55 290.95
b) On exterior surface (with mastic strip) ditto 11.75 92.30 " 38.55 302.75
26 Providing and fixing 1/16" (1.5 mm) thick copper flashing on Per Sft. 13.25 101.00 Sq.m 142.55 1086.75
expansion joints complete in all respects.
27 Providing and fixing 6 in (150 mm). wideG.I. sheet 18SWG. Per Rft. 4.35 60.60 Metre 14.25 198.75
stopper to expansion joint.
28 Providing embeding 10" (250 mm) wide ¼" (6 mm) thick Per Rft. 17.65 65.65 Metre 57.90 215.30
rubber water stopper in expansion joints of R.C.C. roof
slab complete in all respects.
29 Filling expansion joints with bitumen. sand & saw dust in Per Rft P.Metre/
ratio 1:2:2. per inch 3.10 16.50 Per 25 mm 10.15 54.10
width Width
30 Filling expansion joints with bitumen. Per Rft. 45.90 - Metre 150.55 -

No. No.
31 Laying asphaltic mixture in expansion joints. Per Rft. 43.45 - Metre 142.50 - Material to be paid on actuals.
32 Providing and fixing theremopore (foamed polythene)
sheet in horizontal and vertical expansion joints:
a) 1" (25 mm) thick thermopore sheet Per Sft. 5.30 10.80 Sq.m 57.05 116.20
b) 1½" (40 mm) thick thermopore sheet ditto 5.30 14.70 " 57.05 158.15
33 Providing and laying damp proof course of cement concrete
1:2: 4(using cement, sand and shingle), including bitumen
coating :-
(a) with one coat bitumen and one coat polythene sheet
500gauge
i) 1½" thick (40 mm) 100Sft 1237.70 4151.20 sq.m 133.20 446.65
ii) 2" thick (50 mm) 100Sft 1237.70 4680.05 sq.m 133.20 503.55
iii) 3" thick (75 mm) 100Sft 1284.80 5880.80 sq.m 138.25 632.75
(b) with 2 coats of bitumen:
i) 1½" thick (40 mm) 100Sft 1237.70 4444.90 sq.m 133.20 478.25
ii) 2" thick (50 mm) 100Sft 1237.70 4973.10 sq.m 133.20 535.10
iii) 3" thick (75 mm) 100Sft 1284.80 6173.85 sq.m 138.25 664.30
34 Providing and laying damp proof course with cement sand
plaster and bitumen coating:-
(a) with one coat of bitumen and one coat of polythene sheet
500 gauge :-
i) Ratio 1: 4
a) ½" thick (13 mm) 100Sft 1167.10 2666.25 sq.m 125.60 286.90
b) ¾" thick (20 mm) 100Sft 1167.10 2936.85 sq.m 125.60 316.00

No. No.
ii) Ratio 1:3
a) ½ " thick (13 mm) 100Sft 1167.10 2753.75 sq.m 125.60 296.30
b) ¾ " thick (20mm) 100Sft 1167.10 3040.25 sq.m 125.60 327.15
iii) Ratio 1:2
a) ½ " thick (13 mm) 100Sft 1167.10 2884.15 sq.m 125.60 310.35
b) ¾ " thick (20 mm) 100Sft 1167.10 3287.75 sq.m 125.60 353.75
(b) with 2 coats of bitumen:-
i) Ratio 1: 4
a) ½" thick (13 mm) 100Sft 1167.10 2828.50 sq.m 125.60 304.35
b) ¾" thick (20 mm) 100Sft 1167.10 3099.35 sq.m 125.60 333.50
ii) Ratio 1:3
a) ½ " thick (13 mm) 100Sft 1167.10 2917.05 sq.m 125.60 313.90
b) ¾ " thick (20 mm) 100Sft 1167.10 3203.55 sq.m 125.60 344.70
iii) Ratio 1:2
a) ½ " thick (13 mm) 100Sft 1167.10 3134.90 sq.m 125.60 337.30
b) ¾ " thick (20 mm) 100Sft 1167.10 3563.75 sq.m 125.60 383.45
35 Providing and laying vertical damp proof course with cement
sand plaster and bitumen coating:-
(a) with one coat of bitumen and one coat of polythene sheet
500 gauge:
i) Ratio 1: 4
a) ½" thick (13 mm) 100Sft 1167.10 2578.35 sq.m 125.60 277.45
b) ¾" thick (20 mm) 100Sft 1167.10 2849.35 sq.m 125.60 306.60
ii) Ratio 1:3
a) ½ " thick (13 mm) 100Sft 1167.10 2666.30 sq.m 125.60 286.90
b) ¾ " thick (20 mm) 100Sft 1167.10 2952.75 sq.m 125.60 317.70

No. No.
iii) Ratio 1:2
a) ½ " thick (13 mm) 100Sft 1167.10 2884.15 sq.m 125.60 310.35
b) ¾ " thick (20 mm) 100Sft 1167.10 3312.95 sq.m 125.60 356.45
(b) with 2 coats of bitumen:-
i) Ratio 1: 4
a) ½" thick (13 mm) 100Sft 1167.10 2828.40 sq.m 125.60 304.35
b) ¾" thick (20 mm) 100Sft 1167.10 3099.35 sq.m 125.60 333.50
ii) Ratio 1:3
a) ½ " thick (13 mm) 100Sft 1167.10 2916.25 sq.m 125.60 313.80
b) ¾ " thick (20 mm) 100Sft 1167.10 3202.70 sq.m 125.60 344.60
iii) Ratio 1:2
a) ½ " thick (13 mm) 100Sft 1167.10 3134.20 sq.m 125.60 337.25
b) ¾ " thick (20 mm) 100Sft 1167.10 3562.90 sq.m 125.60 383.35
36 Grouting concrete between, the grooves of gates, including 100Cft 5494.50 - cu.m. 1940.65 -
shuttering.
37 Chiesel dressing concrete surface on sides of grooves. 100Sft 155.35 - sq.m 16.70 -
38 Laying and ramming dry ballast or kankar. 100Cft 2016.30 - cu.m 712.15 -
39 Hoisting and placing in position R.C.C. shelves. per No. 60.85 - per No. 60.85 -
40 Breaking brick ballast, screening and stacking:-
(a) 2"(50 mm) ring 100Cft. 1551.00 - cu.m 547.80 -
(b) 1½ "(40 mm) ring ditto 1737.10 - " 613.55 -
(c) 1" (25 mm) ring ditto 2016.30 - " 712.15 -
(d) Jhama ballast ¾"(20 mm) ring ditto 2326.50 - " 821.70 -
41 Supplying and fixing broken glasses on court yard walls, Per Rft 47.90 89.60 metre 157.10 293.90
including 1:3: 6 cement concrete coping.

No. No.
42 Crushing stone ballast by machine. 100Cft 1551.00 - cu.m. 547.80 - This does not include the charges
for working of crushers, but includes
manual labour for carriageof stone to
crusher within three chains (90 m)
and also stacking the product after
crushing within three chains (90 m).
43 Breaking stone ballast screened and stacked:-
(a) 2" ring (50 mm) 100Cft. 1737.10 - cu.m. 613.55 -
(b) 1½ " ring (40 mm) ditto 2016.30 - " 712.15 -
(c) 1" ring (25 mm) ditto 2326.50 - " 821.70 -
d) ½ " ring (13 mm) ditto 3102.00 - " 1095.65 -
(e)1/8" to ¼" ring (3 mm to 6 mm) ditto 5273.40 - " 1862.55 -
44 Screening and stacking stone ballast shingle or bajri, etc. 100Cft. 496.30 - cu.m. 175.30 -
45 Washing ballast, bajri or shingle. 100Cft. 496.30 - cu.m. 175.30 -
46 Erecting and carting sun shades of precast R.C. concrete
upto 5' x 2½' (1.50 m x 0.76 m) Each 269.15 - Each 269.15 -
Specification numbers correspond to book of standard specification of Road and Bridge Construction, "1971"

1 Rates for all finsihed works include the removal of surplus debris, unused material and byproducts.
2 The rates apply to all sizes of bricks, including the modular bricks of size 8"x4"x4" (200x100x100 mm) nominal.
No. No.
1 Pacca brick work in mud mortar in buildings: 21.1 Masonry of boundary wall to be
to considered as masonry other than
i) in foundation and plinth 100Cft. 2403.35 15882.65 cu.m 848.85 5609.75 21.4 building.
ii) in ground floor ditto 3182.15 16661.45 ditto 1123.95 5884.80
The composite rate is to be
reduced by 7% and 14%, if 2nd or
3rd class bricks are used.
2 Add extra labour on item No. 1 for brick work in:-
i) first floor 100Cft. 637.55 -- cu.m 225.20 -
ii) second floor ditto 1416.35 -- ditto 500.25 -
iii) third floor ditto 2195.15 -- ditto 775.35 -
iv) fourth & subsequent floors ditto 3504.60 -- ditto 1237.85 -
3 Pacca brick work in mud mortar other than building:- 21.1 to Same remarks as against
21.4 item No. 1 above
i) upto 20 ft. (6.1 m) height 100Cft. 3280.75 16760.05 cu.m 1158.75 5919.65
ii) extra labour for every 5 ft. (1.5 m) ditto 637.55 -- ditto 225.20 -
additional height, or part thereof.
4 Pacca brick work in foundation and plinth in:- ditto Same remarks as against
item No. 1 above.
i) Cement, sand mortar:-
Ratio 1:2 100Cft. 3158.85 21514.05 cu.m 1115.65 7598.75
Ratio 1:3 ditto 3158.85 20340.75 ditto 1115.65 7184.35
ii) lime, cement sand mortar:- 21.1 The rate of lime mortar also
includes grinding of mortar.
Ratio 1:1:6 100Cft. 3158.85 19102.95 cu.m 1115.65 6747.15
Ratio 1:1:7 ditto 3158.85 18853.55 ditto 1115.65 6659.05
7. BRICK WORK
chapter-7(Brickwork) Page 51

No. No.
iii) lime, sand mortar 1:2 100Cft. 3158.85 17991.8 cu.m 1115.65 6354.7 ditto ditto
5 Pacca brick work in ground floor:- ditto i) The composite rate is to
be reduced by 7% and 14%,
i) cement, sand mortar:- if 2nd or 3rd class bricks are
used.
Ratio 1:2 100Cft. 4185.85 22541.05 cu.m 1478.45 7961.50 ii) Masonry of boundary wall
Ratio 1:3 ditto 4185.85 21367.75 ditto 1478.45 7547.10 to be considered as masonry
Ratio 1:4 ditto 4185.85 20663.75 ditto 1478.45 7298.45 other than building.
ii) lime, cement, sand mortar:- The rate of lime mortar also
Ratio 1:1:6 100Cft. 4185.85 20129.90 cu.m 1478.45 7109.90
iii) lime, sand mortar 1:2 100Cft. 4185.85 19018.75 cu.m 1478.45 6717.40 The rate of lime mortar also
6 Add extra labour on item No. 5 for brickwork
in:-
i) first floor 100Cft. 637.55 -- cu.m 225.20 -
ii) second floor ditto 1416.35 -- ditto 500.25 -
iii) third floor ditto 2195.15 -- ditto 775.35 -
iv) fourth & subsequent floors ditto 3504.60 -- ditto 1237.85 -
7 Pacca brick work other than building upto 10ft. (3 m) 21.1 i) The composite rate is to be
height. to reduced by 7% and 14%, if 2nd or
21.5 3rd class bricks are used.
i) cement, sand mortar:-
ii) Workshops, godowns,, bins,
Ratio 1:2 100Cft. 3648.50 22003.70 cu.m 1288.65 7771.70 house type godowns, reservoirs,
Ratio 1:3 ditto 3648.50 20830.40 ditto 1288.65 7357.30 filter beds, storage tanks, wells,
Ratio 1:4 ditto 3648.50 20126.40 ditto 1288.65 7108.65 screening chambers, collecting
Ratio 1:5 ditto 3648.50 19657.10 ditto 1288.65 6942.90 tanks, manholes etc. are to be
Ratio 1:6 ditto 3648.50 19304.45 ditto 1288.65 6818.35 treated as masonry other than
Ratio 1:7 ditto 3648.50 19073.60 ditto 1288.65 6736.80 buildings.
ii) lime, cement, sand mortar:- The rate of lime mortar also
chapter-7(Brickwork) Page 52

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